CN207215616U - A kind of elastic modulus of concrete experimental rig - Google Patents

A kind of elastic modulus of concrete experimental rig Download PDF

Info

Publication number
CN207215616U
CN207215616U CN201721104880.2U CN201721104880U CN207215616U CN 207215616 U CN207215616 U CN 207215616U CN 201721104880 U CN201721104880 U CN 201721104880U CN 207215616 U CN207215616 U CN 207215616U
Authority
CN
China
Prior art keywords
circular hole
bottom plate
flap
steel ball
elastic modulus
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201721104880.2U
Other languages
Chinese (zh)
Inventor
陈颖
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sichuan Taixing Construction Management LLC
Original Assignee
Sichuan Taixing Construction Management LLC
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sichuan Taixing Construction Management LLC filed Critical Sichuan Taixing Construction Management LLC
Priority to CN201721104880.2U priority Critical patent/CN207215616U/en
Application granted granted Critical
Publication of CN207215616U publication Critical patent/CN207215616U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Sampling And Sample Adjustment (AREA)
  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)

Abstract

The utility model discloses a kind of elastic modulus of concrete experimental rig, including base and steel ball, column is provided with base, its drip irrigation device is, the top of column is provided with the mounting box being made up of top plate, bottom plate and end to end four blocks of side plates, and the distance between bottom plate and top plate are equal to the diameter of steel ball;The rotating shaft of bottom plate is provided through at the geometric center of bottom plate, rotating shaft top is provided with the first flap being bonded with top board undersurface, and bottom is provided with the second flap being bonded with bottom plate bottom surface, the first circular hole is provided with two pieces of flaps;The second circular hole for steel ball drop is provided with top plate and bottom plate, and limiting section is provided with the second circular hole on bottom plate;Elastic modulus of concrete device also includes drive mechanism, and drive mechanism can control two pieces of flaps the second circular hole on top plate and bottom plate is opened a state closed in one all the time;Mounting box top is provided with holding part.The utility model is with the high advantage of the height of drop and direction, test data accuracy that can be precisely controlled steel ball.

Description

A kind of elastic modulus of concrete experimental rig
Technical field
It the utility model is related to a kind of elastic modulus of concrete experimental rig.
Background technology
The height of agent on crack resistance of concrete punching press impact property is an importance for evaluating concrete dynamic performance.Run on airport In road, highway pavement, bridge floor even anti-impact, antiknock, earthquake-resistant modern safeguard structure engineering, punching is pressed to the anti-impact of concrete Hit performance and propose higher requirement.
In National Standard of the People's Republic of China《Cement concrete and mortar synthetic fibers》Provided in GB/T21120 A kind of Bending Concrete impact test method:Foil gauge is pasted at the tensile region maximum strain of test specimen lower surface, test piece upper part sticks Accelerometer is pasted, and foil gauge is connected dynamic data collection system jointly with accelerometer with wire.In surface of test piece geometry Heart point places steel backing plate, and hollow bushing is placed on backing plate.Put and drop hammer above sleeve pipe, drop hammer tup bottom surface with sleeve along neat It is flat, free-falling hammer impact test piece.Per Secondary Shocks since free-falling of dropping hammer, totally stationary completion of being dropped hammer to after impacting.So It is repeated multiple times, until the first Crack of lower tension surface generation, number of shocks is recorded, i.e., just splits number of shocks.Then after It is continuous to carry out repeat impact, number of shocks when test specimen bottom crack develops and run through whole interface upwards, visually to combine amplification Sem observation simultaneously determines to destroy number of shocks.
But the experimental provision used in this standard is made up of plain plate base and drop hammer etc., because experimenter operates During using dropping hammer by hand, and impact test generally requires repeat impact and could completed, and drops hammer not only increase behaviour by hand The workload of author, it is unfavorable for improving operating efficiency, and easily causes experimental error, influences the accuracy of test data.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of elastic modulus of concrete experiment dress Put, it is with the high advantage of the height of drop and direction, test data accuracy that can be precisely controlled steel ball.
To achieve the above object, the utility model provides following technical scheme:
A kind of elastic modulus of concrete experimental rig, including base and steel ball, column are provided with the base, its feature exists In:The top of the column is provided with mounting box, and the mounting box includes top plate, bottom plate and end to end four blocks of side plates, institute State the diameter that the distance between bottom plate and top plate are equal to steel ball;Turning for bottom plate is provided through at the geometric center of the bottom plate Axle, the rotating shaft top are provided with the first flap being bonded with top board undersurface, and bottom is provided with second be bonded with bottom plate bottom surface Flap;
It is provided with the first circular hole on first flap and the second flap, the circle of the first circular hole on first flap Vertical line of the heart to the center of circle of first circular hole of the vertical line on the second flap of shaft axis to shaft axis;The bottom plate and Be provided with the second circular hole on top plate, the first circular hole during initial state on the first flap be located at the second circular hole on top plate just under Square, the first circular hole on the second flap is staggered with the second circular hole on bottom plate;The diameter and the second circular hole of first circular hole Diameter be equal to the diameter of steel ball;
The holding part for depositing steel ball is provided with the top of the mounting box, at the second circular hole on mounting box inner bottom plating It is provided with limiting section;The elastic modulus of concrete device also includes being used for the drive mechanism for driving the axis of rotation.
By using above-mentioned technical proposal, multiple steel balls can be once placed in the holding part at the top of mounting box.Just During state, the first circular hole on the first flap is aligned with the second circular hole on top plate, on the first circular hole on the second flap and bottom plate The second circular hole stagger so that only a steel ball fallen at the second circular hole on top plate in mounting box, in the work of limiting section Under, steel ball will not roll in mounting box;Two pieces of flaps are driven to rotate 90 ° simultaneously using drive mechanism drive shaft so that The first circular hole on first flap staggers with the second circular hole on top plate, the first circular hole on the second flap and second on bottom plate Circular hole is aligned, and the first flap blocks other steel balls and fall into mounting box, while the steel ball in mounting box is from second on bottom plate Circular hole goes out to fall, and the concrete test block on base is impacted;90 ° are rotated backward using drive mechanism drive shaft, again may be used So that two pieces of flaps recover to initial state, another steel ball is fallen into mounting box.Said process is repeated, concrete test block can be entered Row multiple shock test, and the height of steel ball drop and direction have the uniformity of height, the accuracy height of test data every time.
Further, the drive mechanism includes lever, and described lever one end is fixedly installed in rotating shaft, and away from rotating shaft One end set promising lever to provide the push-pull device at fixed of push-and-pull power.
By using above-mentioned technical proposal, when push-pull device at fixed provides thrust, thrust is passed to drive by rotating shaft by lever Dynamic axis of rotation;When push-pull device at fixed provides pulling force, lever actuated rotating shaft rotates backward so that the first flap and the second flap recover Initial state.
Further, the push-pull device at fixed includes elastic component and is arranged on the handle of lever end, described elastic component one end It is fixed on lever, the other end is fixed on the side plate;The slot to make way stretched out for handle is provided with the side plate of the mounting box.
By using above-mentioned technical proposal, lever drives axis of rotation can be made by pulling handle, and elastic component is stretched;Unclamp Handle, elastic component recover deformation, and handle resets, and rotating shaft rotates backward.Slot to make way provides space for the movement of handle.
Further, it is provided with Anti-slip cover on the handle.
By using above-mentioned technical proposal, Anti-slip cover has the function that increasing friction force, facilitates operator and pulls handle Operated.
Further, the holding part is to be inclined at the inclined tube at the top of mounting box, on described inclined tube one end and top plate The second circular hole connection.
By using above-mentioned technical proposal, multiple steel balls can be placed simultaneously in inclined tube, in two pieces of flaps and mounting box Top plate, bottom plate cooperation under, the steel ball in inclined tube can be fallen into mounting box at the second circular hole on top plate one by one, then one by one Fallen at the second circular hole on bottom plate.
Further, the one end of the inclined tube away from the second circular hole is provided with funnelform extension.
By using above-mentioned technical proposal, funnelform extension increases the opening of inclined tube so that is easier toward inclined tube Interior placement steel ball.
Further, the limiting section is to be vertically arranged in the sleeve pipe on bottom plate at the second circular hole, the diameter of described sleeve pipe More than the diameter of steel ball.
By using above-mentioned technical proposal, when steel ball is fallen into mounting box at the second circular hole on top plate, sleeve pipe is fallen into Interior, under the stop of sleeve pipe, steel ball will not roll everywhere.The second circular hole pair on the first circular hole on the second flap and bottom plate On time, steel ball falls at the second circular hole on bottom plate.
Further, it is provided with rounded corner at described sleeve pipe top end opening.
By using above-mentioned technical proposal, rounded corner is not easy quilt cover when steel ball is fallen at the second circular hole on top plate The top of pipe has protective effect every damage to steel ball.
In summary, the utility model has the advantages that:
1st, two pieces of flaps for being provided with the first circular hole are engaged with the second circular hole on mounting box so that one on top plate and bottom plate Second circular hole is opened at secondary only one, and steel ball falls into mounting box, then falls one by one and concrete test block is impacted one by one;Steel The height that ball falls every time is consistent with direction, and experiment data measured accuracy is high;
2nd, multiple steel balls can be once put into inclined tube, without falling sphere repeatedly, ball is picked up, has saved the operating time, beneficial to carrying The efficiency of high test operation.
Brief description of the drawings
Fig. 1 is the structural representation of elastic modulus of concrete experimental rig in embodiment;
Fig. 2 is the sectional view one of elastic modulus of concrete experimental rig in embodiment;
Fig. 3 is the enlarged drawing of part A in Fig. 2;
Fig. 4 is rotating shaft and the structural representation of the first flap and the second flap in embodiment;
Fig. 5 is the sectional view two of elastic modulus of concrete experimental rig in embodiment;
Fig. 6 is the enlarged drawing two of part B in Fig. 5;
Fig. 7 is the structural representation of elastic modulus of concrete experimental rig in embodiment.
In figure:1st, base;11st, concrete test block;12nd, backing plate;13rd, foil gauge;14th, accelerometer;15th, leg;2nd, stand Post;21st, transverse arm;211st, clip;2111st, sleeve;22nd, crossbeam;3rd, mounting box;31st, top plate;32nd, bottom plate;33rd, side plate;331st, allow Position groove;34th, protective cover;35th, elastic component;4th, rotating shaft;41st, the first flap;42nd, the second flap;43rd, lever;431st, handle; 4311st, Anti-slip cover;5th, the first circular hole;6th, the second circular hole;7th, steel ball;8th, inclined tube;81st, extension;9th, sleeve pipe;91st, rounded corner.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
Embodiment:
A kind of elastic modulus of concrete experimental rig, reference picture 1, it includes base 1, and four root posts 2 are provided with base 1, The top of column 2 is provided with mounting box 3.Crossbeam 22 is provided between column 2, end is provided with crossbeam 22 with dismountable The transverse arm 21 of clip 211, sleeve 2111 is fixed with by the clip 211 of the end of transverse arm 21.Concrete test block 11 to be tested is placed On base 1, sleeve 2111 is located at the surface of concrete test block 11.
Reference picture 2, the top of mounting box 3 are provided with protective cover 34, inclined tube 8 are provided with protective cover 34.The top of inclined tube 8 Funnelform extension 81 is provided with, extension 81 is reached outside protective cover 34., can be toward putting in inclined tube 8 by extension 81 Put multiple test steels balls 7.
Reference picture 2 and Fig. 3, mounting box 3 include top plate 31, bottom plate 32 and four blocks of end to end side plates 33.The He of top plate 31 It is provided with second circular hole 6 consistent with the diameter of steel ball 7 on top plate 31, the second circular hole 6 on top plate 31 is located on bottom plate 32 The surface of two circular holes 6.The one end of inclined tube 8 away from extension 81 is connected at the second circular hole 6 on top plate 31, in inclined tube 8 Steel ball 7 can be fallen into mounting box 3 by the second circular hole 6 on top plate 31.Placement is provided with the second circular hole 6 on bottom plate 32 The sleeve pipe 9 that the steel ball 7 fallen into mounting box 3 rolls everywhere, the opening on the top of sleeve pipe 9 are provided with for reducing the circle every damage Chamfering 91.The distance between top plate 31 and bottom plate 32 are equal to the diameter of steel ball 7 so that an only steel ball 7 falls into installation every time In box 3.
Reference picture 2 and Fig. 3, the rotating shaft 4 of bottom plate 32 is provided through on bottom plate 32, the top of rotating shaft 4 is provided with and top plate First flap 41 of 31 bottom surfaces fitting, bottom is provided with the second flap 42 being bonded with the bottom surface of bottom plate 32.First flap 41 and Two flaps 42 are circular slab, and rotating shaft 4 can drive two pieces of flaps to rotate simultaneously when rotating.
The first circular hole 5 is provided with reference picture 2 and Fig. 4, the first flap 41 and the second flap 42, and on the first flap 41 The first circular hole 5 the center of circle to the center of circle of vertical line first circular hole 5 on the second flap 42 of the axis of rotating shaft 4 to the axle of rotating shaft 4 The vertical line of line.As shown in figure 3, during initial state, the first circular hole 5 on the first flap 41 is aligned with the second circular hole 6 on top plate 31, the The first circular hole 5 on two flaps 42 staggers with the second circular hole 6 on bottom plate 32 so that will not be from when steel ball 7 is fallen into mounting box 3 Mounting box 3 falls.When rotating shaft 4 rotates 90 °, the first circular hole 5 on the first flap 41 staggers with the second circular hole 6 on top plate 31, Stop that the steel ball 7 in inclined tube 8 continues to fall;The first circular hole 5 on second flap 42 is aligned with the second circular hole 6 on bottom plate 32, Steel ball 7 in mounting box 3 falls at the second circular hole 6 on bottom plate 32.
Reference picture 5, lever 43 is fixedly installed in rotating shaft 4, slot to make way 331 is provided with the side plate 33 of the side of mounting box 3. The one end of lever 43 away from rotating shaft 4 is stretched out out of slot to make way 331, and end set has handle 431.It is additionally provided with mounting box 3 Elastic component 35, elastic component 35 is that one end is fixed on side plate 33 in the present embodiment, and the other end is fixed on the spring on lever 43.Profit With activation lever 43 rotating shaft 4 can be driven to rotate 90 ° with handle 431, elastic component 35 is stretched;Handle 431 is unclamped, elastic component 35 is extensive Complex deformation, lever 43 reset, and rotating shaft 4 rotates backward 90 °.
Reference picture 6, Anti-slip cover 4311 is arranged with handle 431, Anti-slip cover 4311 serves the effect of increasing friction force, side Operator rotated by the activation lever 43 of handle 431.
Reference picture 7, when carrying out impact test, concrete test block 11 is placed on the leg 15 of base 1.In concrete Foil gauge 13 is pasted at the lower surface tensile region maximum strain of test block 11, test piece upper part pastes accelerometer 14, and should with wire Become piece 13 and be connected dynamic data collection system jointly with accelerometer 14.The surface geometry central point of concrete test block 11 places steel Backing plate 12, sleeve 2111 is arranged on directly over backing plate 12 using transverse arm 21 and clip 211, then starts to test.
Operation principle is as follows:
After completing Preparatory work of experiment work, by extension 81 toward placing multiple test steels balls 7 in inclined tube 8, during initial state, the The first circular hole 5 on one flap 41 is aligned with the second circular hole 6 on top plate 31 so that has a steel ball 7 to fall into mounting box 3 In sleeve pipe 9.By the handle 431 stretched out out of slot to make way 331 on the side plate 33 of mounting box 3, pull lever 43 and rotate 90 °.Thick stick Bar 43 drives rotating shaft 4 to rotate simultaneously draw springs 35, and rotating shaft 4 drives two pieces of flaps to rotate simultaneously.First on first flap 41 Circular hole 5 staggers with the second circular hole 6 on top plate 31, and the first flap 41 stops that the steel ball 7 in inclined tube 8 falls;Meanwhile second flap The first circular hole 5 on 42 turns to be aligned with the second circular hole 6 on bottom plate 32, and the steel ball 7 in mounting box 3 is from bottom plate 32 Fallen at two circular holes 6.The guiding for the sleeve 2111 fixed through the end clip 211 of transverse arm 21, steel ball 7, which falls, to be pounded to concrete test block The backing plate 12 at 11 tops, completes one-shot.
Handle 431 is unclamped, elastic component 35 recovers deformation, and lever 43 drives rotating shaft 4 to rotate backward 90 °.On second flap 42 The first circular hole 5 stagger with the second circular hole 6 on bottom plate 32, meanwhile, the first circular hole 5 on the first flap 41 turns to and top plate The second circular hole 6 on 31 is aligned, and the steel ball 7 in inclined tube 8 is dropped into mounting box 3, under the stop of the second flap 42, steel ball 7 It will not fall.Remove sleeve 2111, take out and reinstall sleeve 2111 and adjustment position after the steel ball 7 of a upper whereabouts.Weight Multiple said process, can carry out second of impact test.
Said process repeatedly, impact test can be repeatedly carried out to concrete test block 11, and by accelerometer 14 and answered Become the gathered data of piece 13.Because in steel ball 7 height to fall and direction have higher uniformity, thus test the number of gained According to higher accuracy.
This specific embodiment is only that it is not to limitation of the present utility model, ability to explanation of the present utility model Field technique personnel can make the modification of no creative contribution to the present embodiment as needed after this specification is read, but As long as all protected in right of the present utility model by Patent Law.

Claims (8)

1. a kind of elastic modulus of concrete experimental rig, including base (1) and steel ball (7), column is provided with the base (1) (2), it is characterised in that:The top of the column (2) is provided with mounting box (3), and the mounting box (3) includes top plate (31), bottom Plate (32) and end to end four pieces of side plates (33), the distance between the bottom plate (32) and top plate (31) are equal to steel ball (7) Diameter;The rotating shaft (4) of bottom plate (32) is provided through at the geometric center of the bottom plate (32), rotating shaft (4) top is set There is the first flap (41) being bonded with top plate (31) bottom surface, bottom is provided with the second flap being bonded with bottom plate (32) bottom surface (42);
The first circular hole (5) is provided with first flap (41) and the second flap (42), on first flap (41) The center of circle of first circular hole (5) is arrived to the center of circle of first circular hole (5) of the vertical line on the second flap (42) of rotating shaft (4) axis The vertical line of rotating shaft (4) axis;It is provided with the second circular hole (6) on the bottom plate (32) and top plate (31), the first flap during initial state (41) the first circular hole (5) on is located at the underface of the second circular hole (6) on top plate (31), the first circle on the second flap (42) Hole (5) is staggered with the second circular hole (6) on bottom plate (32);The diameter of first circular hole (5) and the diameter of the second circular hole (6) It is equal to the diameter of steel ball (7);
It is provided with the top of the mounting box (3) for depositing the holding parts of steel ball (7), on mounting box (3) inner bottom plating (32) Second circular hole (6) place is provided with limiting section;The elastic modulus of concrete device also includes being used to drive what the rotating shaft (4) rotated Drive mechanism.
A kind of 2. elastic modulus of concrete experimental rig according to claim 1, it is characterised in that:The drive mechanism includes Lever (43), described lever (43) one end are fixedly installed in rotating shaft (4), and one end away from rotating shaft (4) sets promising lever (43) push-pull device at fixed of push-and-pull power is provided.
A kind of 3. elastic modulus of concrete experimental rig according to claim 2, it is characterised in that:The push-pull device at fixed includes Elastic component (35) and the handle for being arranged on lever (43) end, described elastic component (35) one end is fixed on lever (43), another End is fixed on the side plate (33);The slot to make way (331) stretched out for handle is provided with the side plate (33) of the mounting box (3).
A kind of 4. elastic modulus of concrete experimental rig according to claim 3, it is characterised in that:It is provided with the handle Anti-slip cover (4311).
A kind of 5. elastic modulus of concrete experimental rig according to claim 1, it is characterised in that:The holding part is inclination The inclined tube (8) being arranged at the top of mounting box (3), described inclined tube (8) one end are connected with the second circular hole (6) on top plate (31).
A kind of 6. elastic modulus of concrete experimental rig according to claim 5, it is characterised in that:The inclined tube (8) is remote One end of second circular hole (6) is provided with funnelform extension (81).
A kind of 7. elastic modulus of concrete experimental rig according to claim 1, it is characterised in that:The limiting section is vertical The sleeve pipe (9) at the second circular hole (6) place on bottom plate (32) is arranged on, the diameter of described sleeve pipe (9) is more than the diameter of steel ball (7).
A kind of 8. elastic modulus of concrete experimental rig according to claim 7, it is characterised in that:Described sleeve pipe (9) top Opening is provided with rounded corner (91).
CN201721104880.2U 2017-08-30 2017-08-30 A kind of elastic modulus of concrete experimental rig Expired - Fee Related CN207215616U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721104880.2U CN207215616U (en) 2017-08-30 2017-08-30 A kind of elastic modulus of concrete experimental rig

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721104880.2U CN207215616U (en) 2017-08-30 2017-08-30 A kind of elastic modulus of concrete experimental rig

Publications (1)

Publication Number Publication Date
CN207215616U true CN207215616U (en) 2018-04-10

Family

ID=61826219

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721104880.2U Expired - Fee Related CN207215616U (en) 2017-08-30 2017-08-30 A kind of elastic modulus of concrete experimental rig

Country Status (1)

Country Link
CN (1) CN207215616U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111307577A (en) * 2020-04-20 2020-06-19 太原理工大学 Concrete material impact performance testing device
CN113984555A (en) * 2021-12-29 2022-01-28 山东力乐包装股份有限公司 Impact-resistant detection device for wooden tray

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111307577A (en) * 2020-04-20 2020-06-19 太原理工大学 Concrete material impact performance testing device
CN113984555A (en) * 2021-12-29 2022-01-28 山东力乐包装股份有限公司 Impact-resistant detection device for wooden tray
CN113984555B (en) * 2021-12-29 2022-03-29 山东力乐包装股份有限公司 Impact-resistant detection device for wooden tray

Similar Documents

Publication Publication Date Title
AU2018388916B2 (en) Device and method for testing working performance of anchor rod cable by simulating rock stratum fracture and separation on basis of electromagnetic action
CN207215616U (en) A kind of elastic modulus of concrete experimental rig
CN201637618U (en) Monkey-type compaction test apparatus
CN105606472B (en) A kind of anchor pole impact test apparatus and its method
CN207133131U (en) A kind of pavement material intensity test instrument for preventing residue from splashing
CN216013015U (en) Drop hammer impact test device for concrete
CN201744606U (en) Multi-task position rotating riveting mechanism
CN207215617U (en) A kind of elastic modulus of concrete experimental rig
CN105507569B (en) The installation tool of timber floor
CN219908869U (en) Foundation bearing capacity detection device
CN108693022A (en) A kind of impact resistance experimental rig of tempered glass
CN201740636U (en) Impact device adjustable in weight
CN208060121U (en) A kind of freely falling body impact test apparatus
CN216449486U (en) Automatic detection device that strikes of railway tunnel lining
CN210690295U (en) Multifunctional drop hammer type impact test loading device
CN215630206U (en) High-strain guide frame
CN207736250U (en) A kind of high-altitude boring of electric hammer holder
CN206947831U (en) Specific purpose tool is removed in a kind of disconnecting switch transition joint
CN207373081U (en) A kind of special long-drawn-out hammer for dismantling transmission pin
CN205080015U (en) Apply device of transient state release stress wave in large -scale similar experimental system
CN214219621U (en) Rammer compactor is used in bridge road construction
CN220708957U (en) Waterproof coiled material impact resistance tester
CN214939992U (en) Air hammer type dynamic sounding device
CN220058128U (en) Pile end foundation detection device
CN117888591B (en) Pile foundation bearing capacity detection device and detection method for building

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180410

Termination date: 20190830

CF01 Termination of patent right due to non-payment of annual fee